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Kevin R. Collins

Bio: Kevin R. Collins is an academic researcher from University of Cincinnati. The author has contributed to research in topics: Limit state design & Reliability (statistics). The author has an hindex of 1, co-authored 1 publications receiving 884 citations.

Papers
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Book
14 Jan 2000
TL;DR: This book discusses the concepts of limit states and limit state functions, and presents methodologies for calculating reliability indices and calibrating partial safety factors, and supplies information on the probability distributions and parameters used to characterize both applied loads and member resistances.
Abstract: This book enables both students and practicing engineers to appreciate how to value and handle reliability as an important dimension of structural design. The book discusses the concepts of limit states and limit state functions, and presents methodologies for calculating reliability indices and calibrating partial safety factors. It also supplies information on the probability distributions and parameters used to characterize both applied loads and member resistances. This book contains more discussions of United States (US) and international codes and the issues underlying their development. There is a significant discussion on Monte Carlo simulation. The books' emphasis is on the practical applications of structural reliability theory rather than the theory itself. Consequently, probability theory is treated as a tool, and enough is given to show the novice reader how to calculate reliability. Some background in structural engineering and structural mechanics is assumed.

944 citations


Cited by
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Journal ArticleDOI
TL;DR: In this paper, the authors review the recent development of life-cycle maintenance and management planning for deteriorating civil infrastructure with emphasis on bridges using optimization techniques and considering simultaneously multiple and often competing criteria in terms of condition, safety and life cycle.
Abstract: Cost-competent maintenance and management of civil infrastructure requires balanced consideration of both the structure performance and the total cost accrued over the entire life-cycle. Most existing maintenance and management systems are developed on the basis of life-cycle cost minimization only. The single maintenance and management solution thus obtained, however, does not necessarily result in satisfactory long-term structure performance. Another concern is that the structure performance is usually described by the visual inspection-based structure condition states. The actual structure safety level, however, has not been explicitly or adequately considered in determining maintenance management decisions. This paper reviews the recent development of life-cycle maintenance and management planning for deteriorating civil infrastructure with emphasis on bridges using optimization techniques and considering simultaneously multiple and often competing criteria in terms of condition, safety and life-cycle...

406 citations

Journal ArticleDOI
TL;DR: The viability of a proactive real-time traffic monitoring strategy evaluating operation and safety simultaneously was explored and it was found that congestion on urban expressways was highly localized and time-specific.
Abstract: The advent of Big Data era has transformed the outlook of numerous fields in science and engineering. The transportation arena also has great expectations of taking the advantage of Big Data enabled by the popularization of Intelligent Transportation Systems (ITS). In this study, the viability of a proactive real-time traffic monitoring strategy evaluating operation and safety simultaneously was explored. The objective is to improve the system performance of urban expressways by reducing congestion and crash risk. In particular, Microwave Vehicle Detection System (MVDS) deployed on an expressway network in Orlando was utilized to achieve the objectives. The system consisting of 275 detectors covers 75 miles of the expressway network, with average spacing less than 1 mile. Comprehensive traffic flow parameters per lane are continuously archived on one-minute interval basis. The scale of the network, dense deployment of detection system, richness of information and continuous collection turn MVDS as the ideal source of Big Data. It was found that congestion on urban expressways was highly localized and time-specific. As expected, the morning and evening peak hours were the most congested time periods. The results of congestion evaluation encouraged real-time safety analysis to unveil the effects of traffic dynamics on crash occurrence. Data mining (random forest) and Bayesian inference techniques were implemented in real-time crash prediction models. The identified effects, both indirect (peak hour, higher volume and lower speed upstream of crash locations) and direct (higher congestion index downstream to crash locations) congestion indicators confirmed the significant impact of congestion on rear-end crash likelihood. As a response, reliability analysis was introduced to determine the appropriate time to trigger safety warnings according to the congestion intensity. Findings of this paper demonstrate the importance to jointly monitor and improve traffic operation and safety. The Big Data generated by the ITS systems is worth further exploration to bring all their full potential for more proactive traffic management.

325 citations

Journal ArticleDOI
TL;DR: In this paper, the reliability of a long span truss bridge was evaluated using a probabilistic approach in terms of its component and system reliability indices, and it is shown that the responses due to temperature have a significant effect on the overall system reliability.

322 citations

Journal ArticleDOI
TL;DR: In this paper, the idea of equivalent extreme-value event and a new approach to evaluate the structural system reliability are elaborated, and the proposed approach is discussed in detail on how to construct the equivalent extreme value event and then implement the procedure numerically.

309 citations

Journal ArticleDOI
TL;DR: In this paper, the authors proposed an approach based on consideration of an augmented reliability problem, where the design parameters are artificially considered as uncertain and the desired information about reliability sensitivity can be extracted through failure analysis of the augmented problem.

259 citations